App_A-1_Technical_Specifications.pdf

Solicitation No. W5J9JE-15-R-0018

US Army Corps of Engineers Transatlantic Engineer District

AFGHAN NATIONAL POLICE (ANP)

Regional Training Center (RTC) Jalalabad – New Female Compound

Nangarhar Province, Afghanistan

Site Adapt & Design/Build Project Specifications And Drawings

Proposal Requirements, Contract Forms, Conditions of the Contract

June 2015

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Regional Training Center (RTC) Jalalabad - New Female Compound

Table of Contents – Page 1

TABLE OF CONTENTS

SOLICITATION PROVISIONS, CONTRACT CLAUSES AND SPECIFICATIONS FOR:

AFGHAN NATIONAL POLICE (ANP)

W5J9JE-15-R-0018

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Title

00 10 00 Proposal Schedule 00110 Technical Evaluation Requirements

00120 Proposal Evaluation and Contract Award

APPENDIX A-1 TECHNICAL SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

Section Title

01 10 10 Scope of Work 01 10 15 Technical Requirements 01 32 17 Network Analysis Schedule 01 33 00 Submittal Procedures 01 33 10 Submittal Procedures for Design Build 01 35 13 Special Project Requirements 01 35 26 Government Safety Requirements 01 35 53 Site Security 01 42 15 Metric Measurements 01 45 00 Quality Control 01 45 05 Quality Control System (QCS) 01 50 00 Temporary Construction Facilities and Controls 01 57 20 Environmental Protection 01 78 00 Closeout Submittals 01 78 23 Operation and Maintenance Data

DIVISION 02 - EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 03 - CONCRETE

03 11 13.00 10 Structural Cast-In-Place Concrete Forming 03 15 00.00 10 Concrete Accessories 03 20 01.00 10 Concrete Reinforcement 03 31 00.00 10 Cast-In-Place Structural Concrete

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DIVISION 04 - MASONRY

04 20 00 Masonry 04 57 13 Masonry Wood Stove

DIVISION 05 - METALS

05 12 00 Structural Steel 05 40 00 Cold-Formed Metal Framing 05 50 13 Miscellaneous Metal Fabrications 05 52 00 Metal Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 06 41 16.00 10 Architectural Casework

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 Elastomeric Sheet Waterproofing 07 21 13 Board Insulation 07 41 13 Non-Structural Metal Roofing 07 60 00 Flashing and Sheet Metal 07 84 00 Firestopping 07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 34 63 Hollow Metal Frames, Doors, and Door Frames 08 51 13 Aluminum Windows 08 53 00 Plastic Windows 08 71 00 Door Hardware 08 81 00 Glazing 08 91 00 Metal Sand Trap Wall Louvers

DIVISION 09 - FINISHES

09 22 00 Metal Support Assemblies 09 22 37.00 10 Lathing and Plastering 09 24 23 Stucco 09 29 00 Gypsum Board 09 30 00 Ceramic Tile 09 90 00 Paints and Coatings

DIVISION 10 - SPECIALTIES

10 28 13 Toilet Accessories 10 35 23.13 Propane Stove 10 44 16 Fire Extinguishers

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10 51 13 Metal Lockers

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

DIVISION 22 - PLUMBING

22 00 00 Plumbing, General Purpose 22 07 19.00 40 Plumbing Piping Insulation

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems 23 05 93.00 10 Testing, Adjusting, And Balancing Of HVAC Systems 23 11 13.00 20 Fuel Oil Piping 23 11 25 Facility Gas Piping

DIVISION 26 - ELECTRICAL

26 05 00.00 40 Common Work Results For Electrical 26 05 19.00 10 Insulated Wire and Cable 26 08 00 Apparatus Inspection and Testing 26 20 00 Interior Distribution System 26 24 16.00 40 Panelboards 26 51 00 Interior Lighting 26 52 00.00 40 Emergency Lighting 26 53 00.00 40 Exit Signs 26 56 00 Exterior Lighting

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 Fire Detection And Alarm System, Addressable

DIVISION 31 - EARTHWORK

31 00 00 Earthwork 31 05 19 Geotextile 31 11 00 Clearing and Grubbing 31 23 00.00 20 Excavation And Backfilling for Utilities and Structures 31 32 11 Soil Surface Erosion Control

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements 32 11 16 Aggregate Base Course 32 11 23 Granular Fill and Stone Water Capillary Barrier 32 12 10 Bituminous Tack and Prime Coats 32 12 16 Hot-Mix Asphalt (HMA) for Roads

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32 13 13.06 Portland Cement Concrete Pavement for Rigid Pavements 32 15 00 Aggregate Surface Course 32 16 13 Concrete Sidewalks and Curbs and Gutters 32 31 13.00 10 Chain Link Fences and Gates

DIVISION 33 - UTILITIES

33 11 00 Water Distribution 33 16 15 Water Storage Steel Tanks Hydropneumatic and Elevated Design 33 20 00 Water Wells 33 30 00 Sanitary Sewers 33 40 01 Storm Drainage 33 56 13 Aboveground Fuel Storage Tanks 33 70 02.00 10 Underground Electrical Distribution

DIVISION 34 - TRANSPORTATION

34 71 13.19 Vehicle Barriers

DIVISION 44 - POLLUTION CONTROL EQUIPMENT

44 41 13 Package Wastewater Treatment Plant 44 46 00 Pumps, Sewage and Sludge

APPENDIX A-2 TECHNICAL REFERENCES

APPENDIX B RTC JALALABAD (N) SITE LAYOUT

APPENDIX C FEMALE COMPOUND CONCEPT SITE LAYOUT

APPENDIX D RTC JALALABAD PROPOSED SEPTIC LOCATIONS

APPENDIX E-1 ADMINISTRATION BUILDING – AD19d

APPENDIX E-2 OFFICER BARRACKS – B03

APPENDIX E-3 NCO BARRACKS – B04

APPENDIX E-4 ENLISTED BARRACKS – B06

APPENDIX E-5 DAYCARE CENTER – B25a (MODIFIED)

APPENDIX E-6 200 STUDENT CLASSROOM – CL02

APPENDIX E-7 300 STUDENT CLASSROOM – CL03

APPENDIX E-8 DINING FACILITY – D04

APPENDIX E-9 MEDICAL CLINIC – MS01

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APPENDIX E-10 PARADE GROUND & REVIEW STAND – G02

APPENDIX F BUILDING 105 RENOVATION

APPENDIX G SLIDING GATE

APPENDIX H ECP DETAILS – FP09

APPENDIX I GUARD HOUSE (ELECT) – FP07a

APPENDIX J (E) WATER – SEWER LAYOUT

APPENDIX K ELECTRICAL SINGLE LINE DIAGRAM

APPENDIX L WATER LOOP

APPENDIX M ATST ASSESSMENT REPORT

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Section 00 10 00 – Page 1

SECTION 00 10 00

PROPOSAL SCHEDULE

Provide a price for all items. The Government will evaluate the Contractor’s entire proposal to determine which CLINs represent the best value to the Government.

No. Description Qty Unit Unit Price Total Amount

Base Bid Items Proposal:

0001 DESIGN PROGRAM

0001A Site Survey 1 LS xxx $

0001B Geotechnical Investigation & Report 1 LS xxx $

0001C Septic Site Assessment 1 LS xxx $

0001D A/E Design (to include new/revised Water & 1 LS xxx $ Sewer System Layout Plan)

0001E As-Built Drawings 1 LS xxx $

0002 SITE DEVELOPMENT / IMPROVEMENTS

0002A Mobilization / Demobilization 1 LS xxx $

0002B Site Improvement / Grading 1 LS xxx $

0002C Site Demolition 1 LS xxx $

0002D Relocation of Fuel Point / 1 LS xxx $ Restoration of Site

0002F Site Electrical 1 LS xxx $

0002G Relocation of (2) 550-KVA Generators & Shed 1 LS xxx $

0002H Water Line Installation 1 LS xxx $

0002J Sewer Line Installation 1 LS xxx $

0002K Aggregate Road (7m wide by 102m long) 1 LS xxx $

0002L Concrete Sidewalks (1.5m wide) 1 LS xxx $

0003 FACILITIES

0003A Entry Control Point (including connection 1 LS xxx $ to road)

0003B Parking Lot 1 LS xxx $

0003C Compound Wall (including vehicle and 1 LS xxx $ personnel gate)

0003D Water storage tank (25,000-liter elevated) 1 LS xxx $

0003E Water storage tank (100,000-liter ground) 1 LS xxx $

0003F Barracks (B-03) 1 LS xxx $

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Solicitation No. W5J9JE-14-R-0018

Section 00 10 00 – Page 2

0003G Barracks (B-04) 1 LS xxx $

0003H Barracks (B-06) 1 LS xxx $

0003J Dining Facility (DF-04) 1 LS xxx $

0003K Day Care Center (to include playground) 1 LS xxx $

0003L Administration Building (AD-19) 1 LS xxx $

0003M Classroom (CL-02) 2 EA xxx $

0003N Classroom (CL-03) 1 EA xxx $

0003P Medical Clinic (MED-01) 1 LS xxx $

0003Q Paved Parade Ground 1 LS xxx $

0003R Review Stand (G-02) 1 LS xxx $

0003S Building 105 Renovation 1 LS xxx $

Total Estimated Base Bid Amount $

0004 Optional Bid:

0004A Collapsible Soils Remediation 1 JOB LS $

TOTAL PROPOSAL FOR ALL BID OPTION ITEMS: $

TOTAL PROPOSAL FOR ALL ITEMS: $

(total of all above costs – Base and all Options)

Abbreviations:

LS = Lump Sum EA = Each SM = Square Meters LM = Linear Meters

-END OF SECTION-

Solicitation No. W5J9JE-14-R-0018

APPENDIX A-1

TECHNICAL SPECIFICATIONS

Regional Training Center (RTC) Jalalabad - New Female Compound

Section 01 10 10 - Page 1

SECTION 01 10 10

SCOPE OF WORK

1. GENERAL

This project consists of the design and construction of a new training facility for female police officers, to be located for the Afghan National Police (ANP) on the existing Regional Training Center (RTC) Jalalabad in Nangarhar Province, Afghanistan. The project is defined as the effort to design and provide plans and specifications to construct the new compound, as described herein, and related utility tie-ins which meet the performance specifications and criteria outlined below. The project will include the design of the site layout/plan, design for the renovation of an existing building for use with the training program, the site adaption of standard plans for barracks, classrooms, dining facility, medical clinic, child care center, and administration building, the calculation of electric generation requirements and design for these facilities, design for water storage and transmission, design of a new onsite septic system, design of a compound separation wall, and relocation of existing site features from within the designated compound area.

Appendix “C” contains a concept site layout for the Female Training Compound. The contractor is encouraged to use the provided layout as a beginning point. Changes and/or modifications to the layout will be submitted to and approved by the Contracting Officer.

1.1 DEFINITIONS

For this Contract, the term “Government” is defined as the Contracting Officer for the US Army Corps of Engineers, Transatlantic Afghanistan District.

1.2 REFERENCES

The work of this Contract shall meet and be constructed in accordance with the most current versions of the U.S. design standards and technical references as indicated in Appendix “A”.

1.3 SUBMITTALS

Submittals and a Submittal Register are required as specified in Section 01 33 00 SUBMITTAL PROCEDURES of the Contract.

SD-01 Preconstruction Submittals

Contractor Quality Control Plan; G, RO

Security Plan; G, Safety Office

Geotechnical Investigation Plan; G, DO

SD-02 Design Submittals and Shop Drawings

Geotechnical Report; G, DO

Survey; G, DO

Design Analysis and calculations, plans and specifications; G, DO

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1.3.1 OPERATIONAL AND MAINTENANCE (O&M) MANUALS

The Contractor shall submit all Operational and Maintenance (O&M) manuals under this contract in both English and Dari.

1.4 QUALITY ASSURANCE

1.4.1 LINGUIST REQUIREMENT

a. All official communication between the Contractor and the Government shall be conducted in English.

b. At all times during the performance of this Contract, and until all work is complete and accepted, the Contractor shall have a minimum of one representative (Linguist) on site that is fluent in both English and the local language.

c. The Linguist shall attend all meetings with the Government.

d. The Contracting Officer's Representative (COR) will approve of whom the Contractor provides as its Linguist. At any time upon the request of the COR, the Contractor shall remove the Linguist from its staff and replace with another until found to be satisfactory for contractual communication as determined by the COR.

e. A satisfactory Linguist shall be defined as a person with the ability to:

1. Convey verbal information in English to the Government in a clear and concise manner;

2. Receive and understand verbal information in English from the Government in a clear and concise manner;

3. Read and write the English language in a clear and concise manner; and

4. Convey, communicate, and interpret information in both English and the local language between all multiple language parties at meetings, site visits, in official letters and e-mails, and all other contractual communications as required.

1.4.2 CONTRACTOR QUALITY CONTROL

1.4.2.1 CONTRACTOR QUALITY CONTROL PLAN

The Contractor’s quality control plan, as defined in Section 01 45 00 CONTRACTOR QUALITY CONTROL, must include the name qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a Contractor Quality Control function. For the QC Manager, qualifications must include a certificate demonstrating completion of an approved CQM course.

1.4.3 CONTRACTOR TEAM MEMBERS

1.4.3.1 PROFESSIONAL REGISTRATION

The Contractor may be a single firm or a team of firms that includes registered Architects and Engineers either employed by or subcontracted to the Contractor. Licensing jurisdiction of Architects

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Section 01 10 10 - Page 3 and Engineers of record shall be verifiable. The Contractor shall be the Architect/Engineer-of-Record for all work not associated with the furnished drawings, whether the contractor utilizes services of licensed architects and engineers employed by its firm or subcontracts with independent architectural and/or engineering firm(s). The Contractor shall be solely liable for design errors and/or omissions and should be insured as the A-E firm against design errors and omissions.

1.4.3.2 GEOTECHNICAL ENGINEER QUALIFICATIONS

A geotechnical engineer, qualified by education in geotechnical engineering, or geotechnical firm responsible to the Contractor shall develop all geotechnical engineering design parameters by appropriate field and laboratory investigation and analysis.

1.4.3.3 ELECTRICAL WORKER QUALIFICATIONS

All electrical work shall be performed by Journeymen Electricians and supervised by one Lead Electrician. The Lead electrician must be on site at all times during electrical installations and be capable of installing as well as directing the installation of all electrical work in compliance with the governing Code. Apprentice Electricians are allowed to assist the Journeymen, but the ratio of Apprentices to Journeymen shall not exceed 3:1. Qualifications for each person to perform electrical work shall be as indicated below.

a. Lead Electrician

1. Proof of Completion of an Electrical Safety Course, AND

2. Proof of Completion of an Electrical Code Class (NEC or BS7671), AND

3. Graduate of an Approved Trade School, AND

4. 2 Yrs of verifiable commercial/industrial electrical experience

b. Journey Electrician

2. Proof of Completion of an Electrical Code Class (NEC or BS7671), AND

3. Graduate of an Approved Trade School, AND

4. 1 Yr of verifiable commercial/industrial electrical experience

c. Apprentice Electrician

2. Proof of Completion of an Electrical Code Class (NEC or BS7671)

1.5 SCHEDULE

The following is an internal design schedule outlining the Completion of Work and is subject to modification by the Offeror to suit their particular method of operation. The design submittal milestones are described in Section 01 33 00 SUBMITTAL PROCEDURES. Overall time constraints are required and cannot be changed except by contract modification. The successful contractor shall be

Regional Training Center (RTC) Jalalabad - New Female Compound

Section 01 10 10 - Page 4 required to submit a complete schedule for design and construction that meets or exceeds the overall time goals of the Government for this project.

ACTION / SUBMITTAL ITEM TIME FROM LAST ACTION

(IN CALENDAR DAYS)

Notice to Proceed (NTP) Following Written Notification of Contract Award

Pre-Design Conference Within 7 days following NTP

Project Schedule Within 14 days following NTP

65% Design Submittal Within 90 days following NTP

Design Conference / Approval 14 days following 65% Design Submittal

100% Design Submittal 45 days following approval of 65% Design

100% Design Conference / Approval 14 days following 100% Design Submittal

Pre-construction Conference Within 14 days following Design Approval

Total Design and Construction Period

500 Days

Period of Performance includes design and construction activities

1.6 PROJECT AND SITE CONDITIONS

1.6.1 SITE LOCATION

The site is located on the existing ANP Regional Training Center Jalalabad. See Appendix “B” for site plan.

General RTC Jalalabad location:

Point 34.31374 N 70.61662 E

1.6.2 SITE VISIT

It is the responsibility of the Contractor to have visited the site prior to submitting its proposal for the project and to have gained a good understanding of the project and its requirements, including grading and drainage details necessary to appropriately submit its proposal and construct the project.

1.6.3 PROJECT COORDINATION

The Contractor may be required to coordinate the efforts required under this contract with another Contractor at the site. Such coordination requirements will be required as part of this Contract. The coordination effort may be significant and may include such tasks as the exchange of information with other Contractors such as design data, drawings, calculations, and technical information. Additionally it may be necessary for the Contractor to conduct meetings, hold teleconferences, and prepare the

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Section 01 10 10 - Page 5 submittal of additional information to the Contracting Officer (KO) that demonstrates the coordination and integration of new work with existing and future work of other contractors. All coordination shall be in agreement with the KO and approved prior to the commencement of any work.

1.7 SECURITY

a. Security is critical to construction in Afghanistan, especially on roads and remote areas away from Coalition Force Bases. The risk/threat level for the area surrounding this project site is determined to be Low relative to the chance of attack, improvised explosive devices (IEDs), kidnapping, theft, and/or vandalism.

b. The Contractor shall provide an appropriate level of security and protection to match the threat that exists in the project area and along the supply route. A detailed security plan in accordance with Section 01 35 53 SITE SECURITY REQUIREMENTS shall be submitted by the Contractor, and must be approved by the Government, prior to issuing a construction Notice to Proceed.

c. The Contractor shall be responsible for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed.

1.8 UNEXPLODED ORDNANCE (UXO)

1.8.1 PREVIOUS SITE CLEARING

The Contractor shall assume no mines or unexploded ordnances (UXO) exist on the site. If, during construction, the Contractor becomes aware of or encounters UXO/Mine or potential UXO/Mine, the Contractor shall immediately stop work at the site of encounter, clearly mark the area of UXO/Mine, move to a safe location, notify the COR, and mitigate any delays to scheduled or unscheduled Contract work. Once the Contractor has informed the COR, the Contractor will await further direction.

UXO/Mine disposal will not be the responsibility of the Contractor.

1.9 CONSTRUCTION PROJECT SIGN

The contactor shall fabricate and display at least one sign to identify the project site as an Islamic Republic of Afghanistan sponsored project. The sign shall meet or exceed the requirements provided in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. Exact placement of the sign at the project site shall be coordinated with the COR.

2. SUMMARY OF WORK

The Contractor shall design and construct facilities as Design-Build construction in accordance with the requirements of Section 01 10 15 TECHNICAL REQUIREMENTS. All design for this Design-Build project shall be the responsibility of the Contractor and submitted for review in accordance with Section 01 33 10 SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT of this Contract.

2.1 MOBILIZATION / DEMOBILIZATION

a. Mobilization and Demobilization shall consist of all labor, equipment, supplies and facilities required to stage all equipment and facilities needed for construction of this project. All

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Section 01 10 10 - Page 6 mobilization and staging areas shall be located within the limit of work or shall be coordinated with the Contracting Officer. The location of mobilization and staging areas is the responsibility of the Contractor. See Contract Clauses for further information.

b. Install construction fencing with vehicular gates separating existing facilities from construction area. Existing facilities shall be fully operational and accessible during construction. Install temporary access points, roads, parking, construction lay-down areas, and foot paths with compacted base, appropriately graded for drainage, and cover with a well-graded, crushed stone aggregate surface capable of withstanding the anticipated construction traffic. At a minimum, the Contractor shall place 50 mm of crushed, well-graded, and compacted aggregate over areas to be used for drainage, pedestrian circulation (not including foot paths), and/or dust control.

c. Portable latrines: During construction, the Contractor shall furnish and install portable latrine units in locations as required. Portable latrines shall be a mix of western and eastern style units.

Mix shall be as determined by Contracting Officer. Latrine units shall be oriented north and south; units shall not face east or west.

d. Portable handwash: During construction, the Contractor shall furnish and install handwash units in locations as required. Handwash units shall each include four (4) wash units. Each wash unit shall consist of a basin, foot controlled wash water dispenser, hand soap dispenser, and towel dispenser.

2.2 GEOTECHNICAL

2.2.1 GEOTECHNICAL INVESTIGATION

a. Existing geotechnical information is not available at the project site of the proposed Female Compound. All site specific geotechnical data required to develop foundations, pavements, materials, earthwork, and other geotechnical related design and construction activities for this project shall be the Contractor’s responsibility. Geotechnical investigation shall specifically address the possibility that the site is underlain with collapsible soils supported with the appropriate tests and analysis for this condition as identified in Section 01 10 15 TECHNICAL REQUIREMENTS, paragraph “Collapsible Soils.” Should the geotechnical investigation identify collapsible soils at the project site, then the procedures for collapsible soils shall be followed according to the provisions provided for such in that section.

b. A geotechnical engineer, qualified by education in geotechnical engineering, or geotechnical firm responsible to the Contractor shall develop all geotechnical engineering design parameters by appropriate field and laboratory investigation and analysis.

c. Results of the geotechnical investigation and testing shall be provided in a detailed geotechnical report containing, test bore location plan, test boring logs, test boring profiles, laboratory testing results of soil and rock, laboratory testing results and geotechnical recommendations.

2.2.2 COLLAPSIBLE SOILS – BID OPTION

The Contractor shall provide a bid option for remediation of collapsible soils should they be found at the site. Procedures for dealing with collapsible soils are provided in Section 01 10 15 TECHNICAL REQUIREMENTS under the paragraph entitled “COLLAPSIBLE SOILS.”

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2.2.3 GEOTECHNICAL REPORT

Results of the Geotechnical Investigation and testing shall be provided in a detailed Geotechnical Report containing test bore location plan, test boring logs, test boring profiles, laboratory testing results of soil and rock, laboratory testing results, slope stabilization analysis as required, and geotechnical recommendations to include maximum cut/fill slopes.

2.2.4 GEOTECHNICAL LABORATORY

The Geotechnical Lab shall be qualified and able to perform soil and aggregate testing. All testing and field work shall be based on relevant standards set forth in the American Standard Testing Material (ASTM) Specifications. Obtain undisturbed soil samples to provide data for estimation of foundation, embankment settlements and perform settlement analyses.

2.2.5 FOUNDATION DESIGN

Foundations, including subgrade, shall be verified, designed and constructed based on recommendations from the geotechnical investigation and report required herein. The Contractor shall conduct soils classification per ASTM D 2487-06.

For foundation design, allowable soil bearing pressures shall be based on the International Building Code (IBC) 2006 Table 1804.2, with a maximum allowable foundation pressure of 1500 psf. There shall be no variation from the values listed in the table indicated above, unless the soils investigation indicates lower allowable values shall be used. Soil investigations shall conform to AED Design Requirements.

2.3 CIVIL

2.3.1 DEMOLITION

2.3.1.1 The existing compound wall running east to west through the proposed Female Compound shall be removed, up to the angle in the wall (as shown in Appendix “B”). The contractor shall be responsible for clearing the site or relocating the materials to an area near the construction site approved by the Contracting Officer. Site grading is required and shall conform to the requirements of Section

01 10 15 TECHNICAL REQUIREMENTS.

2.3.1.2 The existing generator shed for the (2) 250-KVA generators will be removed and properly disposed. The existing generator shed for the (2) 500-KVA generators will be removed and relocated to the site shown on Appendix “B” and as discussed in Section 2.4.7. The original site shall be cleaned, graded and compacted to prepare the site for construction of the new facilities.

2.3.2 GRADING

The Contractor shall perform complete final site grading only after complete and final installation of all drainage structures, as required by the Site Drainage Plan. This plan shall be prepared by the Contractor after installation of any other buried utilities or other project components.

2.3.3 HARDSCAPE

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Hardscape work shall include sidewalks and parking areas, as shown on the proposed site plan. Design and construction shall be per Section 01 10 15 TECHNICAL REQUIREMENTS.

2.3.4 EROSION CONTROL

The contractor will salvage as much crushed stone as possible from the construction site and place it in a spoils area outside of the construction area. The crushed stone will be cleaned and dirt will be washed out prior to placement on female compound ground. The crushed stone shall be re-used and spread evenly over the entire female compound. The Contractor shall ensure that proper slope is established to drain the water away from the facilities.

2.4 SITE FEATURES

2.4.1 WATER SYSTEM

2.4.1.1 NEW FEMALE COMPOUND WATER SYSTEM REQUIREMENTS

The Contractor shall design and construct a new water distribution system from the existing well and elevated tank at the southeast corner of the new female compound to the new compound buildings. The water connection shall meet all criteria of Section 01 10 15 TECHNICAL REQUIREMENTS, Paragraph “Water Distribution System” and in accordance with the AED Design Requirements. A backflow prevention device shall be included in the service line connection(s). A pre-fabricated concrete valve vault with waterproof/dustproof lid for maintenance is required for each backflow preventer. The existing system within the proposed new Female Compound is shown in Appendix “J.” The Contractor will confirm the location and size of the existing water transmission lines. Upon completion of the project, the new female compound water distribution system shall be tied to the existing male compound distribution network along the north side of the property in order to form a complete piping loop so as to equalize system distribution pressure. This is shown on Appendix “L” as new work on the existing pipe distribution drawing.

2.4.1.2 EXISTING MALE COMPOUND SOUTHWEST AREA WATER DISTRIBUTION REQUIREMENTS

The work relative to southwestern area of the Male Compound plumbing system will consist of replacing the existing plastic ground water storage tank system with a new 100,000-liter concrete ground water storage tank. In addition, the contractor shall provide an elevated 25,000-liter tank and the means of conveyance between the new 100,000-liter tank and the elevated tank. The elevated tank shall be the new pressure source for the existing distribution system. The new ground and elevated water storage tanks shall be implemented into the system downstream of all filtration and sanitation components. The contractor shall field verify the treatment system arrangement and design and construct alterations to that system to meet the above stated requirements. The locations of the new tanks are shown on Appendix “B”.

The Contractor will perform geotechnical investigation at the designated location to determine requirements and site preparation for support of ground tank.

2.4.2 SANITARY SEWER SYSTEM

Section 01 10 10 - Page 9

2.4.2.1 SANITARY SEWER SITE ASSESSMENT

The Contractor shall perform a site assessment to determine feasibility and location for a new in-ground septic treatment and disposal system. Proposed locations for the system are shown on the site plan, Appendix “D”. Investigation shall be of a large enough area to provide sufficient information to properly size and locate the system. The system shall be sized for the daily use of 1,200 people at 150-liters per person per day, along with all related functions of the base (e.g. dining facility, laundry, etc.).

2.4.2.2 SANITARY SEWER SYSTEM

The contractor shall design and construct a sanitary sewer collection, treatment, and a sub-surface disposal system to provide service for a population of 1,200 people. System will include connection of individual new buildings and existing RTC facilities to a centralized location. Contractor will utilize, to the greatest extent possible, the existing sanitary sewer collection system for the existing buildings and direct the effluent to the centralized location. Contractor will locate individual collection tanks to facilitate the collection and transport of effluent from the individual buildings on the entire Training Center to the new disposal field. Septic tanks and collections tanks will have sufficient capacity to provide, at a minimum, the required settling and treatment time prior to disposal in the new disposal field. Existing transport lines conflicting with new construction will be relocated as part of the new system.

The new septic disposal field shall be provided with a perimeter barrier to prevent vehicle traffic from driving over the field.

2.4.3 ENTRY CONTROL POINT

The contractor shall design/build a serpentine entry control point (ECP) from the local road east of the base into Gate 3. Design shall follow example shown in Appendix “H”, FP09-ECP Details, and Appendix “I”, FP07a-Guard House. Connecting entry roadway from public access road to the ECP shall be aggregate surface, capable of withstanding the anticipated traffic. Road cross-section shall conform to requirements based upon results of the geotechnical investigation.

2.4.4 PARKING

The Contractor shall design/build an aggregate surface parking lot, capable of withstanding the anticipated traffic, adjacent to and outside the Entry Control Point and Gate 3. Parking lot will accommodate, at a minimum, 20 vehicles. Parking lot cross-section shall conform to requirements based upon results of the geotechnical investigation. Type of vehicle will be private POV.

2.4.5 COMPOUND WALL

The contractor shall design/build a wall separating the proposed female compound from the existing male compound, with the location as shown in Appendix “C”. The wall shall connect to and match the existing wall in style, height, foundation, and composition. The wall will be topped with concertina wire.

The new wall shall have a manually-operated vehicle entry control point in line with Gate 3, as shown in the site adapt drawing in Appendix “G.” The wall shall have two (2) personnel gates, with cipher locks, to provide access between the two compounds, with location as shown in Appendix “C”.

2.4.6 FUEL POINT RELOCATION

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The contractor shall relocate the existing fuel point, including tanks, and pumps, shall be removed from their existing location on the proposed Female Compound and relocated and reinstalled, in working order, to the site shown on Appendix “B”. New concrete pad/containment structure and other facilities required due to relocation shall be noted in contractor’s proposal, designed and constructed. No fuel piping shall be routed through the concrete.

The original site shall be cleaned, graded and compacted to prepare the site for construction of the new facilities.

2.4.7 500-KVA GENERATOR RELOCATION

Contractor shall relocate existing two (2) 500-KVA generators and accessories from their existing location to the new location, as shown on Appendix “B”. Service to all facilities currently served by these generators will be continued. New concrete pad and other facilities required due to relocation shall be noted in contractor’s proposal, designed and constructed. No fuel piping shall be routed through the concrete.

2.5 ELECTRICAL SYSTEM

2.5.1 SITE ELECTRICAL POWER DISTRIBUTION SYSTEM

a. The Contractor shall construct all electrical systems, underground electrical power distribution for the new facilities to be provided by this Contract. This includes all necessary labor, equipment, material, and coordination with existing utilities for a fully functional system.

Electrical system requirements shall be as described below and in Appendix “K” and technical specification.

b. Underground distribution systems, shall be in concrete encased schedule 40 PVC duct banks under roadways, parking lots and heavy traffic areas, and direct buried Schedule 80 PVC duct banks in other areas. Underground ducts shall be not less than 100mm diameter and not less than 1220mm below grade. Manholes and handholes shall be provided at changes of direction of more than 40 degrees and elsewhere as required to limit the pulling tension and sidewall pressure on the cables during installation to acceptable levels as defined by the cable manufacturer. Manholes shall be provided for duct banks with more than 2 ducts. Handholes shall be provided wherever a manhole is not required by quantity of ducts or by cable manufacturer’s installation recommendations.

c. Provide 1 spare conduit in all duct banks.

d. Utilization voltage/frequency for this project shall be 380Y/220V, 50Hz, 3 phase, 5-wire (4-wire plus circuit protective conductor using 5 wire TN-S), designed and constructed in compliance with BS 7671 Requirements for Electrical Installations, Institution of Electrical Engineers (IEE), Wiring Regulations, Seventeenth Edition.

2.5.2 POWER SOURCE

a. The source of power for this contract is connection to the existing distribution system. See

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Reference Electrical Single Line Diagram (Drawing#E-001) in Appendix “K”. The Contractor shall utilize the existing two (2) 1,250kVA generators to feed power for new buildings and renovated facility.

b. Provide one new 1800A, 380Y/220V, 3 Phase. 50Hz, Main Distribution Panel by the existing generators pad to distribute power for existing MDP and one new 1200A MDP which shall be locate next to the Female compound.

c. Provide and install a UL listed, air-cooled, resistive load bank at the new Main Distribution Panel.

The load bank controller shall provide for local as well as automatic control with all enable/disabling permissive circuits and alarms. The load bank shall be rated at 40% of the prime rated generator.

d. Provide one new 1800A Manual Transfer Switch 380Y/220V, 3 Phase, 4 Poles switch, 50Hz by the existing generator pad to connect the two existing 1,250kVA Generators. Transfer switch shall be rated for 600V, 50Hz. Transfer switch shall meet one the following requirements:

• UL Listed;

• Tested and Marked by another NRTL;

• BS/EN 60947-6-1 or IEC 60947-6-1 manufactured, AND type-tested assembly (TTA)

2.5.3 INTERIOR ELECTRICAL SYSTEMS

The electrical system shall be constructed and/or designed by the Contractor and include, but not be limited to, the following: interior secondary power distribution system; lighting, power branch circuits, mechanical connections, and smoke alarm system.

2.5.4 LIGHTING

General lighting shall be provided as indicated and shall meet recommendations from IESNA for the type and function of the building. Design and/or installation shall meet BS 7671 requirements.

2.5.5 EXTERIOR LIGHTING

Exterior lighting shall be high intensity discharge luminaries mounted to the mounting. Type of luminaries shall match existing predominant type within installation.

Design and construct general area lighting around the female compound area. The minimum level of illumination is 33 lux (3 footcandles). Exterior lighting shall be metal halide or high pressure sodium.

Photocell shall control all exterior lights.

2.5.6 SECURITY SYSTEM

The Contractor shall provide in the design a) conduit for future connection to a security system, and b) electrical power, to the locations shown for security cameras on Appendices “C” and “F.”

2.6 SITE COMMUNICATIONS

The Contractor shall design and construct a communications system infrastructure new female

Regional Training Center (RTC) Jalalabad - New Female Compound

Section 01 10 10 - Page 12 compound. The source of the communications system shall be the existing outside plant distribution system of Regional Training Center. The Contractor shall provide and install all communications equipment including, but not limited to: outside plant conduit; pull-strings; manholes; handholes; interior conduit; and junction boxes for future installation of voice/data jacks. Communications cabling and voice/data jacks will be provided in future by others.

2.6.1 TELEPHONE / DATA DISTRIBUTION SYSTEM

The Contractor shall provide communications boxes as shown on the site-adapt plans. For design/build buildings, the Contractor shall provide two boxes per bedroom (one box on each of the long interior walls), one box per workstation, and three boxes in each conference room.

a. Provide all empty conduits with a pull rope and communication junction boxes.

b. Cabling, racks, patch panels, PET’s, 110 blocks, and RJ45 faceplates will be provided by others.

c. Metallic conduit and cable tray shall be used to distribute the telecommunications cabling (provided in future, by others) throughout the building. Minimum conduit size shall be 13mm.

2.7 FIRE PROTECTION

The Contractor shall construct all exit ways and egress paths in compliance with the requirements of the building codes referenced in the existing Contract. Fire sprinkler systems are not required in any structures. Portable fire extinguishers shall be provided inside all facilities and at exterior locations as required in accordance with NFPA 10. Generally, extinguishers will be of the multi-purpose dry chemical type except for occupancies requiring a special type extinguisher (e.g., carbon dioxide portable fire extinguishers for electrical rooms).

2.8 FIRE DECTION & ALARM SYSTEM

For design build structures, provide smoke alarms where a fire alarm system is required by NFPA 101.

Smoke alarms shall be line voltage (230V) stand-alone type with 9V battery backup. Where more than one smoke alarm is provided in a room, smoke alarms shall be wired such that one unit alarming in the space will cause all units to alarm.

For site adapt buildings, omit central fire detection and alarm systems as shown on plans. Replace central fire detection and alarm systems (including, but not limited to: fire alarm control panel, notification appliances such as horns and strobes; initiation devices such as manual pull stations and smoke detectors; and interconnecting wiring) with stand-alone single-station smoke alarms that are line voltage powered (230V) with 9V battery backup. Line voltage (230V) can be obtained from the nearest unswitched lighting circuit. A smoke alarm shall be installed in every location where a smoke detector is currently shown on site-adapt building plans. If smoke detectors or alarms are not shown on the standard site-adapt plans, provide smoke alarms in all sleeping rooms.

2.9 FACILITIES

2.9.1 CONTRACT REQUIREMENTS

a. All requirements set forth in this Scope of Work, but not included in Section 01 10 15 TECHNICAL REQUIREMENTS, shall be considered as set forth in both, and vice versa.

Regional Training Center (RTC) Jalalabad - New Female Compound

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b. All standard construction amenities and details such as heating, lighting, site drainage, utility connections, etc. shall be implied as a design and construction requirement. Drawings referenced are contained in Appendices “E-1” through “E-10”.

c. Design and construct circulation pathways and exit in accordance with building code references herein. Fire sprinkler system is not required. The facility shall comply with all other safety requirements as required within references. Smoke detectors and fire alarm systems shall be installed in accordance with requirements herein.

2.10 DESIGN BUILD FACILITIES

In general, this project consists of the design and construction of the facilities listed below. The facilities are located on the Site Plan contained in Appendix “C”. Standard “Site Adapt Design” Plans are provided for use on this project for each new building being constructed, and are shown in Appendix “E-1” through “E-10”. The contractor shall site adapt these plans to be utilized at the planned location. Contractor must confirm existing utilities on the proposed site as part of the design.

2.11 NEW BUILDING CONSTRUCTION

2.11.1 Administration Building

2.11.1.1 Contractor shall design/build a new Administration Building, using the Site Adapt Design “AD19d-CID-FRU,” (Appendix “E-1”). Location shall be as shown on the provided concept site plan (Appendix “C”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. Contractor shall provide a mix of Eastern- and Western-style toilets, as indicated in the appendix floor plan.

2.11.1.2 Room 117 “Training” shall be designed to provide computer connection/capability for twenty-five (25) students (not to include IT).

Facility Name Plan Set No.

CID-FRU (ADMINISTRATION BUILDING) Design/Build AD19d

OFFICER BARRACKS Design/Build B03

NCO BARRACKS Design/Build B04a

ENLISTED BARRACKS Design/Build B06

DAYCARE CENTER Design/Build B25c

TRAINING BUILDING (CLASSROOM) (2) Site Adapt CL02

TRAINING BUILDING (CLASSROOM) Site Adapt CL03

DINING FACILITY Site Adapt DF04

MEDICAL CLINIC Design/Build MS01

PARADE GROUND AND REVIEW STAND Site Adapt G02

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2.11.2 Barracks

2.11.2.1 Contractor shall design/build three (3) new Barracks Buildings, using the Site Adapt Designs “B03-Officer Barracks,” “B04a-NCO Barracks – Elec Heat,” and “B06-Enlisted Barracks – Type 2” (Appendices “E-2” through “E-4”). Location shall be as shown on the provided concept site plan (Appendix “C”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. Contractor shall provide a mix of Eastern- and Western-style toilets, as indicated in the appendix floor plans.

2.11.3 Daycare

2.11.3.1 Contractor shall design/build a new Daycare Building, using the Site Adapt Design “B25c- Women’s Barracks,” (Appendix “E-5”), with modification to floor plan as shown on Sheet 12. Location shall be as shown on the provided concept site plan (Appendix “C”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. Daycare Building shall include construction of a child daycare center with fenced-in playground immediately adjacent to building. Contractor shall provide a mix of Eastern- and Western-style toilets, as indicated in the appendix floor plans. Kitchen in Daycare Building will be provided with propane connections with shutoff valve.

2.11.3.2 Playground equipment to be provided and installed to include: Swings, sliding board, carousel, (2) see saws, (3) rocking horses, monkey bars, (4) picnic tables, and a 2m x 2m sand box.

2.11.4 Classrooms

2.11.4.1 Contractor shall site adapt two (2) new Classroom Buildings for the Female Compound, using the Site Adapt Design “CL02-200 Student Classroom Building,” (Appendix “E-6”). Location shall be as shown on the provided concept site plan (Appendix “C”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration.

Classrooms shall have computer capability with projectors and screens (will not include IT).

2.11.4.2 Contractor shall site adapt one (1) new Classroom Building for the Male Compound, using the Site Adapt Design “CL03-300 Student Classroom Building,” (Appendix “E-7”). Location on the Male Compound shall be as shown on the provided site plan (Appendix “B”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. Classrooms shall have computer capability with projectors and screens (will not include communication cabling or equipment).

2.11.5 Dining Facility

2.11.5.1 Contractor shall site adapt a new Dining Facility Building, using the Site Adapt Design “DF04- Type 2,” (Appendix “E-8”). Location shall be as shown on the provided concept site plan (Appendix “C”).

Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. Contractor shall provide an Eastern--style toilet, as indicated in the appendix floor plan. Kitchen area will use propane fuel and be provided with propane connections with shutoff valves. Facility will have an exterior wood-burning oven.

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2.11.6 Medical Clinic

2.11.6.1 Contractor shall design/build a new Medical Clinic Building, using the Site Adapt Design “MS01-Medical Clinic,” (Appendix “E-9”). Location shall be as shown on the provided concept site plan (Appendix “C”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. The design of the medical clinic will be modified with installation of a permanent wall and doorway, with cipher locks on both sides, dividing the central hallway, as shown on sheet 14 of Appendix “E-9”. The contractor will also provide a secure entry space around the personnel gate in the new compound wall so that personnel from the male compound can access the Medical Clinic without being allowed into the Female Compound. Contractor shall provide a mix of Eastern- and Western-style toilets, as indicated in the appendix floor plans.

2.11.7 Parade Ground and Review Stand

2.11.7.1 Contractor shall site adapt a new Parade Stand, using the Site Adapt Design “G02-Parade Ground and Review Stand” (Appendix “E-10”). Location shall be as shown on the provided concept site plan (Appendix “C”). Any proposed variation from the concept site plan will be immediately brought to the attention of the Contracting Officer for consideration. The Contractor shall provide an asphalt paved area of approximately 1000m2 (40x25m) for marching. Alternatively, 100cm wire mesh reinforced concrete is optional at the contractor’s discretion. Construction joints and expansion joints required.

Additionally, a 2.5m x 5m covered awning will be provided for the leadership observation deck.

2.12 BUILDING RENOVATION

2.12.1 Building 105

Contractor shall design and renovate existing building 105 to current mechanical and electrical standards (e.g. lighting, insulation, drainage, bathrooms, etc.). Building will have rooms provided for the following functions (as shown on layout, Appendix “F”):

a. Open assembly / MWR room.

b. Exercise room and weight room (not including equipment).

c. Female changing room, including lockers and benches.

d. Renovate existing bathrooms & shower rooms

e. Renovate existing laundry room, including three (3) electric industrial-size washers & dryers, water heater, vents, tables, and cabinets.

f. Kitchenette (electric stove / oven, refrigerator), with associated equipment and cabinetry.

g. Quiet room / assembly - occupancy for 30

h. TV/computer room with hookups/connections (not to include IT cabling and equipment).

i. Renovated storerooms with wall shelving.

j. Secure room for security camera monitoring.

k. Supply heating and cooling units to all rooms (e.g. Chigo units).

l. Provide a new 200A, 400/230V, 50Hz, 5-wire, Main Distribution Panel for the additional loads.

Regional Training Center (RTC) Jalalabad - New Female Compound

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Contractor shall renovate existing lavatories/water closets with similar (Eastern- vs. Western-style) fixtures.

2.13 HEATING VENTILATION AIR-CONDITIONING (HVAC)

a. Provide heating units and fans for all facilities unless otherwise stated in Section 01 10 15

TECHNICAL REQUIREMENTS.

b. The office shall have a “Chigo”-type unit installed. Do not provide cooling for facilities unless otherwise stated in Section 01 10 15 TECHNICAL REQUIREMENTS.

2.14 PLUMBING

Lavatories shall be trough type, supported by reinforced concrete or concrete masonry units.

3. EXECUTION

3.1 CONTRACT REQUIREMENTS

3.2 DESIGN BUILD PROCESS

The Contractor shall design and construct the facilities identified in this Section as a design-build effort and shall be in accordance with the requirements stated in Section 01 10 15 TECHNICAL REQUIREMENTS.

Refer to the appendices for concept designs to which the…